Mathematical Modeling for Lateral Displacement Induced by Wind Velocity Using Monitoring Data Obtained from Main Girder of Sutong Cable-Stayed Bridge

Table 1

Estimated values of fitting parameters (−12<𝑣(𝑡)<21).

Fitting parameters	𝑎0	𝑎1	𝑏1	𝑎2	𝑏2	𝑎3	𝑏3	𝑤
Estimated values	0.1102	−0.1026	0.0218	0.01214	0.006845	−0.00618	−0.003763	0.1374